Synergism Analysis of Bedding Slope with Piles and Anchor Cable Support under Sine Wave Vehicle Load
Slope instability under dynamic load is the technical difficulty in the engineering; the evaluation of slope stability under dynamic load and the control of dynamic load is particularly important. In this paper, taking the right side slope of K27+140 m~380 m typical section (K27 slope for short) in...
Saved in:
Main Authors: | Li Dan-Feng, Wang Lian-Jun |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2016-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2016/5753970 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Shaking Table Test on the Seismic Responses of a Slope Reinforced by Prestressed Anchor Cables and Double-Row Antisliding Piles
by: Zuo-ju Wu, et al.
Published: (2021-01-01) -
Simulation Parameter Test and Seepage Effect Analysis of Pile-Anchor Support for Binary Slope
by: Xuhe Gao, et al.
Published: (2020-01-01) -
Seismic Response of Rock Slopes with the Anchor Cable in Centrifuge Modeling Tests
by: Yong Nie, et al.
Published: (2020-01-01) -
Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures
by: A. Fa-you, et al.
Published: (2022-01-01) -
Dynamic responses characteristics of bedrock and overburden layer slope with anchored frame piles based on shaking table test
by: Lei Wang, et al.
Published: (2025-02-01)